Standard Water Quality Report
Download Raw Water Quality Data CSVSample Point - 11.2 |
Download Sample Point Report CSV / Inflow: No / Outflow: No
Date | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | DO - Field (mg/L) | Temp - Field (C) | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | SO4 - Lab (mg/L) | TSS - Lab (mg/L) | Ferrous Iron (mg/L) Lab |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1997-07-21 | -- | 97.4 | -- | 4.6 | -- | -- | -- | 423 | -- | 10.4 | 38 | 31.6 | -- | 2.85 | -- | 22.6 | -- | 59 | 308 | -- |
| 1997-10-09 | -- | 68 | -- | 3.4 | -- | -- | -- | 603 | -- | 0 | 134 | 5.02 | -- | 3.35 | -- | 12.7 | -- | 172 | 6 | -- |
| 2000-06-08 | -- | -- | 4.5 | 3.8 | -- | -- | -- | 415 | -- | 0 | 56 | 3.63 | -- | 2.34 | -- | 6.54 | -- | 139 | 8 | -- |
| 2000-06-19 | -- | -- | 4.5 | 3.7 | -- | -- | -- | 455 | -- | 0 | 110 | 3.67 | -- | 2.49 | -- | 7.22 | -- | 124 | 14 | -- |
| Minimum: | -- | 68 | 4.5 | 3.4 | -- | -- | -- | 415 | -- | 0 | 38 | 3.63 | -- | 2.34 | -- | 6.54 | -- | 59 | 6 | -- |
| Maximum: | -- | 97.4 | 4.5 | 4.6 | -- | -- | -- | 603 | -- | 10.4 | 134 | 31.6 | -- | 3.35 | -- | 22.6 | -- | 172 | 308 | -- |
| Average: | -- | 83 | 4.50 | 3.88 | -- | -- | -- | 474 | -- | 3 | 84.5 | 10.98 | -- | 2.76 | -- | 12.27 | -- | 123.5 | 84.0 | -- |
| Range: | -- | 29.4 | 0 | 1.2 | -- | -- | -- | 188 | -- | 10.4 | 96 | 27.97 | -- | 1.01 | -- | 16.06 | -- | 113 | 302 | -- |
| Median: | -- | 82.7 | 4.5 | 3.75 | -- | -- | -- | 439 | -- | 0 | 83 | 4.35 | -- | 2.67 | -- | 9.96 | -- | 131.5 | 11 | -- |
| Loading (lb/day): | -- | 12.18 | 77.01 | 20.55 | -- | 3.04 | -- | 18.42 | -- |
Sample Point Description: DIVERSION WELL EFFLUENT. The diversion well no longer exists
- Records with no value are not included in statistical calculations.
- Values lower than the minimum detection limit are assumed to be 0.
- Average pH is calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
- This work is licensed under the Creative Commons Attribution-NonCommercial-ShareAlike License.
To view a copy of this license, visit http://creativecommons.org/licenses/by-nc-sa/2.5/ or send a letter to Creative Commons, 559 Nathan Abbott Way, Stanford, California 94305, USA.
Sample Point - 91-11 |
Download Sample Point Report CSV / Inflow: Yes / Outflow: No
Sample Point Description: AMD. Raw untreated influent to Klondike Mine passive treatment system. Discharge flows into SAPS. Sampled at influent pipe.
- Records with no value are not included in statistical calculations.
- Values lower than the minimum detection limit are assumed to be 0.
- Average pH is calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
- This work is licensed under the Creative Commons Attribution-NonCommercial-ShareAlike License.
To view a copy of this license, visit http://creativecommons.org/licenses/by-nc-sa/2.5/ or send a letter to Creative Commons, 559 Nathan Abbott Way, Stanford, California 94305, USA.
Sample Point - 91-11.0 |
Download Sample Point Report CSV / Inflow: No / Outflow: No
Sample Point Description: Effluent of SAPS. Influent to settling pond. Sampled at discharge pipe which emanates from flow control box
- Records with no value are not included in statistical calculations.
- Values lower than the minimum detection limit are assumed to be 0.
- Average pH is calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
- This work is licensed under the Creative Commons Attribution-NonCommercial-ShareAlike License.
To view a copy of this license, visit http://creativecommons.org/licenses/by-nc-sa/2.5/ or send a letter to Creative Commons, 559 Nathan Abbott Way, Stanford, California 94305, USA.
Sample Point - 91-11.1 |
Download Sample Point Report CSV / Inflow: No / Outflow: Yes
Date | Method of Flow | Flow - Field (gal/min) | pH - Field (S.U.) | pH - Lab (S.U.) | ORP - Field (mvolts) | DO - Field (mg/L) | Temp - Field (C) | Cond - Lab (umhos/cm) | Alkalinity - Field (mg/L) | Alkalinity - Lab (mg/L) | Acidity - Lab (mg/L) | T. Fe - Lab (mg/L) | D. Fe - Lab (mg/L) | T. Mn - Lab (mg/L) | D. Mn - Lab (mg/L) | T. Al - Lab (mg/L) | D. Al - Lab (mg/L) | SO4 - Lab (mg/L) | TSS - Lab (mg/L) | Ferrous Iron (mg/L) Lab |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1997-07-21 | -- | 97.4 | -- | 3.1 | -- | -- | -- | 633 | -- | 0 | 132 | 4.37 | -- | 2.77 | -- | 9.32 | -- | 470 | 8 | -- |
| 1999-02-19 | -- | -- | -- | 3 | -- | -- | -- | 853 | -- | 0 | 168 | 9.35 | -- | 2.35 | -- | 10.7 | -- | 135 | 2 | -- |
| 1999-04-07 | -- | 200 | -- | 3.1 | -- | -- | -- | 664 | -- | 0 | 112 | 4.49 | -- | 1.82 | -- | 6.07 | -- | 108 | 2 | -- |
| 1999-12-16 | -- | -- | -- | 3.1 | -- | -- | -- | 923 | -- | 0 | 194 | -- | -- | -- | -- | -- | -- | 198 | 8 | -- |
| 2009-08-31 | -- | -- | 6.80 | 6.55 | -- | -- | -- | 457 | -- | 56.17 | -35.00 | 1.35 | -- | 2.20 | -- | 1.03 | -- | 184.7 | 8 | -- |
| 2010-03-16 | -- | 125 | 6.3 | 6.23 | -- | -- | -- | 272 | -- | 17.63 | 3.92 | 0.11 | -- | 1.24 | -- | 1.21 | -- | 111.8 | 24 | -- |
| 2011-09-19 | -- | -- | 5.5 | 5.03 | -- | -- | -- | 387 | -- | 2.56 | 13.53 | 0.94 | -- | 1.91 | -- | 2.15 | -- | 167.4 | 14 | -- |
| 2012-04-02 | -- | 210 | 7 | 6.82 | -- | -- | 9 | 359 | -- | 35.06 | -19.1 | 0.3 | -- | 1.29 | -- | 0.39 | -- | 152.3 | 8 | -- |
| 2012-09-10 | -- | 80 | 6.5 | 7.67 | -- | -- | -- | 627 | -- | 123.88 | -102.00 | 0.32 | -- | 0.63 | -- | 0.06 | -- | 184.0 | 8 | -- |
| 2013-09-30 | -- | 100 | 7.5 | 7.78 | -- | -- | -- | 648 | -- | 114.27 | -96.60 | 3.32 | 3.32 | 2.26 | -- | 0.63 | -- | 180.0 | 21 | -- |
| 2014-04-07 | -- | -- | 6.5 | 8.54 | -- | -- | -- | 455 | -- | 68.68 | -41.81 | 6.17 | 6.17 | 1.91 | -- | 4.83 | -- | 165.5 | 63 | -- |
| 2014-11-10 | -- | -- | 7.5 | 7.57 | -- | -- | -- | 655 | -- | 113.77 | -80.17 | 0.25 | -- | 0.33 | -- | 0.18 | -- | 195.2 | <5 | -- |
| 2015-05-05 | -- | 250 | 4.5 | 3.99 | -- | -- | 12 | 388 | -- | 0 | 41.97 | 5.15 | -- | 1.78 | -- | 6.91 | -- | 158.9 | 6 | -- |
| 2016-03-22 | -- | 275 | 7 | 7.64 | -- | -- | -- | 522 | -- | 108.84 | -101.38 | 0.34 | -- | 1.25 | -- | 0.16 | -- | 144.7 | 6 | -- |
| 2016-09-13 | -- | 50 | 7 | 7.58 | -- | -- | -- | 668 | -- | 149.69 | -146.25 | 0.47 | -- | 4.33 | -- | <0.10 | -- | 191.6 | 25 | -- |
| 2017-03-21 | -- | -- | 7.5 | 7.47 | -- | -- | -- | 536 | -- | 100.23 | -95.07 | 0.13 | -- | 0.17 | -- | 0.35 | -- | 155.5 | <5 | -- |
| 2017-09-20 | -- | 40 | 8.0 | 7.59 | -- | -- | -- | 636 | -- | 125.42 | -119.00 | 0.65 | -- | 4.03 | -- | 0.15 | -- | 202.5 | 64 | -- |
| 2018-04-02 | -- | 275 | 5.5 | 6.53 | -- | -- | 10.0 | 318 | -- | 36.21 | -31.04 | 0.11 | -- | 0.81 | -- | 1.24 | -- | 90.1 | 10 | -- |
| 2018-09-24 | -- | 200 | -- | 7.00 | 6.5 | -- | -- | 393 | -- | 63.31 | -57.11 | 0.28 | -- | 0.56 | -- | 1.15 | -- | 142.7 | <5 | -- |
| 2019-03-25 | -- | 200 | -- | 5.28 | 6.5 | -- | -- | 115 | -- | 1.19 | 7.36 | 12.06 | -- | 0.58 | -- | 1.52 | -- | 36.5 | 31 | -- |
| 2019-09-17 | -- | -- | -- | 5.97 | 6.0 | -- | -- | 289 | -- | 35.67 | -20.81 | 0.35 | -- | 1.14 | -- | 0.80 | -- | 96.6 | 77 | -- |
| 2020-06-01 | assumed | 215 | 7.0 | 6.85 | -- | -- | 11.0 | 330 | -- | 22.29 | -9.85 | 0.53 | -- | 1.02 | -- | 1.24 | -- | 135.9 | <5 | -- |
| 2023-04-11 | Assumed | 150 | 4 | 4.6 | -- | -- | 7.6 | 238 | -- | <0.10 | 24.1 | 0.41 | -- | 0.81 | -- | 1.56 | -- | 115.2 | <5 | -- |
| 2023-09-06 | -- | 75 | 7.5 | 6.15 | -- | -- | -- | -- | -- | 42.25 | -31.16 | 1.98 | -- | 0.84 | -- | 0.76 | -- | 134 | 12 | -- |
| Minimum: | 0 | 40 | 4 | 3 | 6.0 | -- | 7.6 | 115 | -- | 0 | -146.25 | 0.11 | 3.32 | 0.17 | -- | 0.06 | -- | 36.5 | 2 | -- |
| Maximum: | 0 | 275 | 8.0 | 8.54 | 6.5 | -- | 12 | 923 | -- | 149.69 | 194 | 12.06 | 6.17 | 4.33 | -- | 10.7 | -- | 470 | 77 | -- |
| Average: | 0 | 159 | 6.56 | 6.05 | 6 | -- | 9.9 | 494 | -- | 53 | -12.1 | 2.32 | 4.75 | 1.57 | -- | 2.38 | -- | 160.7 | 20.9 | -- |
| Range: | 0 | 235 | 4 | 5.54 | 0.5 | -- | 4.4 | 808 | -- | 149.69 | 340.25 | 11.95 | 2.85 | 4.16 | -- | 10.64 | -- | 433.5 | 75 | -- |
| Median: | 0 | 175 | 7 | 6.54 | 6.5 | -- | 10 | 457 | -- | 36.21 | -25.93 | 0.53 | 4.75 | 1.25 | -- | 1.18 | -- | 153.9 | 10 | -- |
| Loading (lb/day): | -- | 104.33 | -26.2 | 4.52 | 3.99 | 2.52 | -- | 4.51 | -- |
Sample Point Description: Efflunet from settling pond. Final Effluent of passive system.
- Records with no value are not included in statistical calculations.
- Values lower than the minimum detection limit are assumed to be 0.
- Average pH is calculated using the arithmetic mean of pH values. Hydronium ion concentrations were not used.
- This work is licensed under the Creative Commons Attribution-NonCommercial-ShareAlike License.
To view a copy of this license, visit http://creativecommons.org/licenses/by-nc-sa/2.5/ or send a letter to Creative Commons, 559 Nathan Abbott Way, Stanford, California 94305, USA.